NalaCap0ne
Structural
- Jul 17, 2019
- 11
Hi Guys/Gals,
I'm currently working on a project which is using a mechanically fixed brick slip facade system called Mechslip (
The issue that I've come across is that once the bricks are inserted in the rail system, the joints are then filled with mortar. This creates a situation where the mortar is in direct contact with the aluminium rails.
I have brought this up to the system manufacturer, and they informed me that to combat this, they anodize the aluminium rails, and they have provided me with a test report which shows that 24 hours of exposure results in minimal degradation to the anodized coating. I inquired about what happens in the long term, and they ensured me that once the mortar has hardened, it will no longer corrode the aluminium, and even if it is exposed to moisture, the chemical components which cause the corrosion during curing will not leach and affect the aluminium.
I admittedly am no chemist, and I have no idea if what they have told me is true.
My question is, does anyone have experience with LONG TERM corrosion of anodized aluminium exposed to mortar?
Thanks in advance!
Further information:
The mortar is: Parex Historic Mortar (data sheet attached)
Aluminium: AW - 6063 T6
I'm currently working on a project which is using a mechanically fixed brick slip facade system called Mechslip (
The issue that I've come across is that once the bricks are inserted in the rail system, the joints are then filled with mortar. This creates a situation where the mortar is in direct contact with the aluminium rails.
I have brought this up to the system manufacturer, and they informed me that to combat this, they anodize the aluminium rails, and they have provided me with a test report which shows that 24 hours of exposure results in minimal degradation to the anodized coating. I inquired about what happens in the long term, and they ensured me that once the mortar has hardened, it will no longer corrode the aluminium, and even if it is exposed to moisture, the chemical components which cause the corrosion during curing will not leach and affect the aluminium.
I admittedly am no chemist, and I have no idea if what they have told me is true.
My question is, does anyone have experience with LONG TERM corrosion of anodized aluminium exposed to mortar?
Thanks in advance!
Further information:
The mortar is: Parex Historic Mortar (data sheet attached)
Aluminium: AW - 6063 T6